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SVR Lot 17 Block 3 <br />ENG. ROOF TRUSSES <br />#5 BAR w/ 25" (MIN.) <br />ROOF SHINGLES ® 24" 0. ' <br />LAP SPLICE (GROUT CELL <br />TRUSS ANCHOR <br />SOLID) SEE FLOOR PLAN <br />SEE ROOF FRAMING PLAN <br />R-19 (MIN.) <br />- _ <br />FOR REINFORCED CELLS T - <br />SEE NOTES 5.18 <br />FIBERGLASS INSULATION. <br />LOCATIONS 7 <br />& 5.19 SHEET S-1) <br />NAIL <br />RR00 ING <br />SPECIFICATIONS <br />#5 (MIN.) DOWEL <br />INSULATION BAFFLE <br />EPDXY -SET w/ SIMPSON <br />SET EPDXY (OR EQUAL) <br />MASONRY WALL <br />W/ 6" MIN. EMBEDMENT <br />f <br />* <br />-1 EXISTING <br />1/2" GYPSUM BOARD <br />DRILL 3/4"Ox6" DEEP CONCRETE <br />(MIN.) HOLE INTO EXISTING �- FOOTING <br />FOOTING MAINTAIN 5" (MIN.) <br />MAX. K.O. BLOCK BOND BEAM POUR <br />EDGE DISTANCE :. ••..; ,. .•t <br />SOLID W/ 1 - #5 BAR CONT. <br />'• t ' �. ' .:;:. ,; , <br />EACH MIN. LAP =25" <br />FILL W/ 3000 psi CONCRETE. <br />NOTE: <br />CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE <br />#5 BAR VERT. WALL REINFORCEMENT <br />DUST USING COMPRESSED AIR & A NYLON BOTTLE <br />SPACED PER FOUNDATION PLAN <br />BRUSH BEFORE EPDXY IS INSTALLED. <br />EMBED ACI STANDARD HOOK 6" IN <br />BOND BEAM. GROUT CELLS SOLID <br />C RETROFIT DOWEL DETAIL <br />STUCCO FINISH. <br />S-4 SCALE: N.T.S. <br />APPLIED PER ASTM C 926 <br />RIDGE VENT: FASTEN <br />TO ROOF PER MFR'S <br />25" MIN. LAP SPLICE <br />INSTALLATION INSTRUCTIONS <br />SEE ENG. FOR <br />NAILING DETAILS <br />15# ROOFING FELT <br />2 X 4 SPF <br />7/16" OSB ROOF SHEATHING <br />8" x 8" x 16" CMU <br />(MIN) BLOCKING <br />FIBERGLASS ROOF <br />BOTH SIDES <br />SHINGLES <br />PROVIDE INSPECTION <br />OF VENT <br />HOLE @ EACH DOWNPOUR <br />3 1/2" 2500 PSI CONC. SLAB w/ <br />FIBER MESH ON 6 MIL <br />APPROX. GRADE <br />V.B. LAPPED AND TAPED <br />PROVIDE 12" <br />TOP CHORD OF ENG. <br />MIN. COVER <br />° . <br />1-1 /2" TYP. CLEAR ROOF TRUSSES (TYP) <br />° <br />SLOT @ RIDGE (SEE <br />'e <br />CLEAN, COMPACTED, TREATED <br />VENT MFR'S INSTRUCTIONS) <br />FILL UNDER SLAB <br />REVIEWED FOR COMPLIANCE WITH THE <br />WIND LOAD PROVISIONS OF THE 2004 <br />SEE FOUNDATION PLAN FOR SIZES <br />° 2 #5 BARS CONT. <br />B <br />RIDGE VENT DETAIL FLORIDA RESIDENTIAL CODE (FRC) & <br />S-4 <br />FLORIDA BUILDING CODE (FBC) (w/ <br />N.T.S. <br />SCALE: 05 & 06 SUPPLIMENT), AND ASCE 7-02 <br />ALL OTHER DE% V EFI FNE� ING, <br />A TYPICAL WALL SECTION <br />THE RESPONSIBIJ 59FdkWE9 L34 <br />CERTIFICATE OF T I ION #' <br />S-4 SCALE: N.T.S. <br />L. JASON BERGER, P-E. FEB 08 <br />PE# 64003 <br />SHEET NO. <br />SA <br />